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C: <br /> N <br /> W <br /> E , <br /> T <br /> ()G <br /> lL= r U, <br /> U � i <br /> d =x <br /> m� <br /> f1 <br /> 1"._ <br /> 4 _ <br /> I A <br /> _. -- —_._.._ <br /> it FLOOR FRAMING PLAN NOTES: — <br /> _ $09 1 Flow Sheathing she thick a�G(Panel Sp Refine 46/241 u'uh brig dimension perpentl cular to suppods.Glue Sheathing <br /> 'Al <br /> - to all""I" <br /> ram rig Members and Block rig halo a do vd conforming to A.P.A.Specifimlion AFG-01.Fasten Sheathing to <br /> ): S 1.—__ �_ �� Frammg w n,0131'0 x 2YL Nails or Simpson WSV 69x2)i"&Crew&9C follows �\ <br /> WALL SHTG Frammg Edges -6'oc <br /> '— -- _-- CONT.THRU <br /> Framing Fald 10'oc <br /> CORNER Boundaries.Blocking StMs 6'oc J <br /> At areas ndiested as Blacked Diaphragm proud,2x Flat Blocking(par General Structural Notes)at all Unframed sheathing Panel /W/n <br /> I ' <br /> _ Edges.Fasten Sheath rig to Fool and Blacking w th 0.131 0.Zv2 Nails or S mpsor WSV M9x2)4 screws as follows: z V <br /> i I Framing,Edges 4"oc Q <br /> (2)C$t6x3'-0" Framing,Field 70'oc <br /> ;EAro U u I BEAM TO EA Boundaries,Blocking,Struts 4'oc ��' Q <br /> PLATE g g requirements. 0 <br /> I I See Draw rigs or other SheaN n Nailing is <br /> i <br /> R Floor Four I RAM INsIall be as PLAN indicated <br /> nOTES on plan Refer to General Structural Notes for other mou rats. 1 <br /> — _ L it S09 O Z <br /> - OOF F G N _ <br /> II l <br /> rr l) t I 3. Rico�$heath rig shot be rq ih ck(Panel Spen Ral n9 24/16) Fasten 6heathing to Frammg w Ir07.31 Off'Na'Is as iollaws' O <br /> z Q <br /> Frammg Edges 6"oc ~ <br /> c C. .. RDWARE rn IL NOT <br /> FRAMING OR HARDWARE Framing,Field 12'oc > <br /> 1 ECIFIED I p NOT SHOWN OR SPECIFIED Boundaries,Blocking,Struts A— <br /> a 4NGED I I' TO REMAIN UNCHANGED Al Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other WIt' ce J <br /> r <br /> T I Sheathing Nailing requirements, W <br /> =I -\- - Z Al areas'Indicated Blocked Diaphragm provide 2.Flat Block ig hear General Structural N.......)i Unframed Sheathing Panel J m a W GLB PER SO4 Edges Fasten Sheathing to Fram ng and Blocking who 0 t 31 0 x 2Y'Nails as follows: <br /> bi`1 l i� m LOW ROOF 'I HHU95.50/10 Framing,Edges 4"oc <br /> rpli I TRUSSES I Framing,Field 12"tic <br /> 24"oc I Boundaries,Blocking,Stru[s 4"oc <br /> See Drawings for other Sheathing Nailing requirements. <br /> '!� I q, Roof Framing shall be as indeal,tl on plan.Rater to General 6truUurel Notes. <br /> SOB 5 Trusses narked Sfrut shall be des q-d to accommodate the-nil crated loads and connections. z LU <br /> 6. Overtramng Members shall be 2x4 @ 24 oc posted down to rtialn framing below w/2x4 g 48"oc,staggered,or as uithealed by the O \ ; <br /> Tri <br /> LLJ <br /> als Manufacturer <br /> III 7. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Block ng,accordance with Note 3. <br /> a 2�6 <br /> - 4.11 6. Pmvde H2.5A Clip each side or TLOK6 Sere,each ply at 2-ply or g'ater G rder Truss ends.typ. O O <br /> WALL FRAMING PLAN NOTES. _____ __ ---_ LL f 9. xleror Walls shall be hear all type 1.6 w Ih 2x6 Studs akj 16' .u.o.n. V <br /> Interior Walls shall be 2x4 Studs @ 16 oc �J <br /> f A9 Mile adjacent Shear Walls are in contact rail studs together 31S06.See 1/Si36 fors L-per poi al scud requirements at Shear Wall <br /> _71 types Pi-3 P1-2 and P2-2. I'I C O <br /> 509 10 Headers shall be 4x6,u o n See Dead 13/S06. `�- G 'F—♦ <br /> 11 Built-up Stud Groups in Walls supporting Beams Posts or Girder T uses above shall be(2)Studs u.o.n.See General Structural U <br /> G/ aftAG 3-CAR GARAGE OPTION-ELEV. B Notes for faster,gme.ithmems <br /> 12. See 10/SO6 for Simpson to USP hardware conversion table. LL U) <br /> —— <br /> I <br /> LEGEND <br /> XX DETAIL CALL-OUT <br /> SX.X <br /> FP— <br /> a <br /> 1--X7 SHEAR WALL BELOW PER SCHEDULE OF VS06 <br /> to <br /> 7 <br /> I I BEARING OR SHEAR WALL BELOW on <br /> F <br /> BEARING OR SHEAR WALL ABOVE Ul <br /> IF) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) N <br /> S N <br /> O c <br /> POST BELOW <br /> w <br /> PT.LC BLOCK THRU FLOOR FOR POST ABOVE Z <br /> HOR HEADER PER PLAN NOTE 10 <br /> 0 1 2 4 8 16 SO4.1 B7 <br />